Journal of South China University of Technology(Natural Science Edition) ›› 2022, Vol. 50 ›› Issue (11): 44-51.doi: 10.12141/j.issn.1000-565X.220140
Special Issue: 2022年交通运输工程
• Traffic & Transportation Engineering • Previous Articles Next Articles
WEI Runbin1 JIA Shunping1,2 TONG Ruiyong1 ZHANG Shujing1
Received:
2022-03-17
Online:
2022-11-25
Published:
2022-07-21
Contact:
贾顺平(1963-),男,博士,教授,主要从事综合交通运输规划与交通经济分析研究。
E-mail:shpjia@bjtu.edu.cn
About author:
魏润斌(1995-),男,博士生,主要从事城市轨道交通规划与管理研究.E-mail:19114056@bjtu.edu.cn.
Supported by:
CLC Number:
WEI Runbin, JIA Shunping, TONG Ruiyong, et al. Optimization of Train Planning for General Tree-Type Line[J]. Journal of South China University of Technology(Natural Science Edition), 2022, 50(11): 44-51.
Table 1
Researches on train planning for Y-type rail transit by Chinese scholars in recent years"
作者 | 年份 | 目标函数 | 决策变量 | 停站方案 | 编组方案 |
---|---|---|---|---|---|
江志彬等[ | 2014 | 上线车底数最小;折返时间最小 | 交路开行 列车比例 | 站站停 | 固定编组 |
Zhao等[ | 2016 | 乘客出行时间最小;列车走行公里最小 | 交路方案 发车频率 | 站站停 | 固定编组 |
郭建民等[ | 2017 | 乘客候车时间最小;列车走行公里最小;上线车底数最小 | 交路方案 发车频率 | 站站停 | 固定编组 |
李得伟等[ | 2018 | 乘客出行时间最小;列车走行公里最小;上线车底数最小 | 交路方案 发车频率 | 站站停 | 固定编组 |
谭丽等[ | 2019 | 乘客出行时间最小;列车走行公里最小;上线车底数最小 | 交路方案 发车频率 | 站站停 | 固定编组 |
Liu等[ | 2020 | 列车购置成本最小;列车走行公里最小;乘客出行成本最小 | 交路方案 发车频率 | 站站停 | 固定编组 |
Yang等[ | 2020 | 节省乘客出行时间最大;节省企业运营成本最大 | 交路方案 发车频率 | 快慢车 | 固定编组 |
Table 2
Parameters and variables"
参数或变量 | 含义 |
---|---|
分别代表树型线两端的分支 | |
车站,车站 | |
按线路拓扑结构划分的区段 | |
区段 | |
分别代表 | |
分别代表 | |
车站 | |
交路 | |
OD矩阵 | |
从 | |
交路 | |
一次折返时间 | |
一次换乘时间 | |
分支 | |
最小发车频率 | |
最大发车频率 | |
列车定员,人 | |
分别代表上/下行的区间 | |
分别代表上/下行的区间 | |
最大满载率 | |
乘客总出行时间 | |
区段 | |
区段 | |
企业运营成本 | |
车辆运营成本 | |
车辆使用成本 | |
每列列车每公里运营费用 | |
每列列车单位时间的折旧费 |
Table 3
Optimization schemes"
类别 | 乘客出行时间/h | 企业运营成本/元 | ||||||
---|---|---|---|---|---|---|---|---|
优化方案1 | 8 | 4 | 6 | 0 | 0 | 12 | 12 834.62 | 130 158.00 |
优化方案2 | 8 | 4 | 2 | 5 | 4 | 7 | 12 885.40 | 127 783.20 |
优化方案3 | 6 | 6 | 3 | 4 | 5 | 6 | 12 894.98 | 127 094.40 |
优化方案4 | 2 | 9 | 2 | 4 | 10 | 3 | 12 962.15 | 121 336.80 |
优化方案5 | 0 | 10 | 3 | 4 | 11 | 2 | 13 016.11 | 119 383.20 |
优化方案6 | 0 | 10 | 2 | 4 | 12 | 2 | 13 076.20 | 118 026.00 |
优化方案7 | 0 | 10 | 2 | 4 | 10 | 2 | 13 768.52 | 113 402.40 |
优化方案8 | 0 | 10 | 0 | 6 | 11 | 1 | 13 888.28 | 113 197.80 |
优化方案9 | 0 | 10 | 2 | 4 | 9 | 2 | 14 210.24 | 110 802.60 |
Table 4
Comparison of split-line scheme and optimization schemes"
类别 | 乘客候车时间/h | 乘客换乘时间/h | 列车总走行里程/km | 上线车底数 |
---|---|---|---|---|
分线方案 | 11 892.28 | 3 808.67 | 3 930.60 | 83 |
优化方案1 | 10 358.11 | 2 476.51 | 3 628.20 | 74 |
优化方案3 | 10 388.50 | 2 506.48 | 3 526.08 | 74 |
优化方案4 | 10 440.42 | 2 521.73 | 3 362.96 | 71 |
优化方案6 | 10 547.67 | 2 528.53 | 3 281.40 | 68 |
优化方案7 | 11 240.41 | 2 528.10 | 3 146.48 | 66 |
优化方案9 | 11 682.41 | 2 527.83 | 3 079.02 | 64 |
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